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SPECIAL PROVISIONS

PROJECT NO: OM-17-031

12-30-2016

City of Stockton Roof Maintenance and Leak Response

REQUEST FOR PROPOSAL

The City of Stockton is requesting proposals from licensed roofing contractors to provide annual roof

maintenance and repair services, as outlined described in this Request for Proposal at various City

Facilities in Stockton.

PROPOSAL DUE DATE

Proposals are to be submitted no later than 3:00pm January 27th, 2016.

Any proposals received after the due date will not be accepted. Submittals shall be placed in a clearly

marked envelope titled with the Project Name and Number. The suggested fee for the service shall

be submitted in a separate, sealed envelope.

Proposals shall be delivered or mailed to:

City of Stockton – Public Works Department

22 E. Weber Ave., Room 301

Stockton, CA 95202

Attn: Paul Acosta

DESCRIPTION OF WORK

The City of Stockton is seeking proposals from State licensed roofing contractors for annual roof

maintenance and on-call leak response services and to administer the duties and responsibilities set

forth in this Request for Proposal (RFP). Services to be performed include an annual roof inspection,

winterizing, timely leak response, and the furnishing of all labor, materials, tools, equipment, supplies,

services, tasks, transportation, incidental and customary work necessary to competently perform the

duties set forth in this RFP at listed facilities owned or operated by the City of Stockton and/or sites as

required/requested.

MATERIALS

Materials shall be selected, procured, and provided by the Contractor. All materials furnished shall be

new and free of defects in material and workmanship at the time of installation. Damaged materials

will be replaced at the expense and effort of the Contractor. The City will not be held responsible for

damaged materials furnished by the Contractor prior to or during installation.

INSURANCE REQUIREMENTS

Contractor shall provide insurance in the form and amounts shown on the "Instructions to Vendors" which is Attachment A.

LOCAL BUSINESS PREFERENCE

Stockton Municipal Code Section 3.68.090 applies to this project.

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Preference shall be given to the purchase of supplies, materials, equipment, and contractual services

from local merchants, quality and price being equal.

Local merchants who have a physical business location within the boundaries of San Joaquin County,

and who have applied for and paid a business license tax and registration fee pursuant to Stockton

Municipal Code Title 5, Chapter 5.08, License Taxes, shall be granted two (2) percent preference.

Local merchants who have a physical business location within the boundaries of the City of Stockton,

and who have applied for and paid a business license tax and registration fee pursuant to Stockton

Municipal Code Title 5, Chapter 5.08, License Taxes, shall be granted five (5) percent preference.

LICENSING

A C-39 license issued by the California Contractors State License Board is required for this project.

Any proposer must have and furnish a copy of a State of California Roofing Contractor’s License (C-

39) at the time of proposal submission.

Any professional certifications or licenses that may be required will be the sole cost and responsibility

of the successful proposer.

Contractor shall possess a City of Stockton Business License. Contractor is not required to have the

business license to propose on this work. The contractor selected to perform this work must obtain a

City of Stockton Business License prior to a purchase order being issued for this work.

The successful proposer and any subcontractor(s) shall provide copies of all valid licenses and

certificates required for performance of the services being bid upon. The copies shall be delivered to

the City of Stockton no later than ten days after the contractor receives the notice of award from the

City of Stockton. Current copies of licenses and certificates shall be provided to the City of Stockton

within twenty-four hours of demand at any time during the contract term. Registration with the

California Department of Industrial Relations is required for this project. Details are outlined in the

attached Instructions to Proposers.

CONTRACTOR QUALIFICATIONS

Contractor shall have adequate equipment and employ adequate staff to perform the described work.

Minimum Age Requirement: All employees of the Contractor must be a minimum of 18 years of

age.

Conflict of Interest: The Contractor shall not employ any person who is an employee of the City if

the employment of that person would create a conflict of interest.

Contractor Responsibilities:

The Contractor shall employ only workers who are competent and skilled for work under this contract.

The City shall, throughout the term of the contract or any extension thereof, have the right of

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reasonable rejection and/or approval of staff assigned to the work by the contractor. If the Contract

Administrator rejects one of Contractor's staff, the Contractor must provide replacement staff

satisfactory to the City at no additional cost to the City. If, in the opinion of the City, any Contractor

employee who is incompetent, disorderly, refuses to perform in accordance with the contract

specifications, threatens or uses abusive language while on City property, or is otherwise

unsatisfactory, shall be removed immediately from work under this contract upon request of the City.

The Contractor shall appoint a Project Manager who shall be responsible for the performance of the

work and an alternate(s) who shall act for the Contractor when the Project Manager is absent. The

names of these persons shall be designated in writing to the City. For this work, the term “Project

Manager” shall include the alternate as specified above. The Project Manager, or their

designee/alternate, shall be available during normal business hours to meet with City representative/s

to discuss any problem areas. Contractor shall provide contact information for both the Project

Manager and alternate. The Project Manager shall have a telephone to permit timely contact by the

City. The Project Manager must respond to a call within 30 minutes.

Should the contractor choose to work on a Saturday, Sunday or on a holiday recognized by the City,

and that work requires inspection by the City, the contractor shall reimburse the City of Stockton the

actual cost of engineering, inspection, superintendence, and or other overhead expenses which are

directly chargeable to the project. Should such work be undertaken at the request of the City,

reimbursement will not be required.

Contractor acknowledges it is an independent contractor and shall not for any purpose be deemed to

be an employee, agent, or other representative of the City. Contractor shall not assign, sublet,

transfer or otherwise substitute its interest in this work, or any of its obligations, without the prior

written consent of the City. It is the intent of these specifications that all work is to be performed by

Contractor's forces.

No unauthorized person or persons not employees of the Contractor (i.e., spouse, children, brother,

sister, friends, etc.) shall be allowed within the immediate work area during the performance of

services under this contract.

Wherever work is being performed, Contractor shall have a designated person at the work site that

has the authority to respond to the Contract Administrator and/or any citizens about work details or

priorities. This designated person shall be able to accurately and effectively communicate any

essential information.

Contractor shall provide supervision to assure that tasks are performed to the standards set forth

herein. Contractor is solely responsible for the day-to-day supervision and control of Contractor’s

employees. Personal supervision is not required provided that equipment or other means are

provided that enables the work crews to communicate with the Contractor at all times.

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Contractor shall employ a sufficient number of staff to ensure performance of the work described. All

work shall be performed by experienced staff directly employed by the Contractor. The Contractor

shall provide management and technical supervision through competent supervisors as required to

implement modern methods and any newly developed procedures. Contractor shall be responsible

for the skills, methods, and actions of Contractor's employees and for all work.

Illness and Injury Prevention Program: Contractor shall have an Illness and Injury Prevention

Program in accordance with applicable Local, State, and Federal Laws.

Quality Assurance / Quality Control Program: Contractor shall have a quality assurance/quality

control program that includes procedures that are required to ensure that work is being internally

inspected and providing full protection of work and materials. Proposer shall submit a copy of their

quality control program as part of their proposal.

Inventory of Materials: Contractor shall have adequate inventory of materials used in the

performance of this contract. Contractor shall provide all supplies necessary to accomplish the

required services. Materials and supplies shall conform to contract requirements and industry

standards for the type of work being performed.

Standards of Performance

Contractor is expected to provide the highest level of quality in compatible with practices and modern

techniques accepted by the industry. The Public Works Director or designee(s) shall be the sole

judge as to whether Contractor's work conforms to the specifications.

Contractor and Contractor's personnel shall present a neat appearance. Contractor and Contractors

employee(s) shall wear a uniform which clearly identifies the Contractor's company and the

employee.

Contractor shall provide at their own risk, all labor, materials, supervision, tools, equipment,

insurance, storage, transportation, vehicles, hauling, dumping, proper protection and all other items

needed, or as directed to perform the work described in this RFP.

Contractor shall provide supervision of all work crews at all times while performing work under this

contract. Personal supervision is not required provided that equipment or other means are provided

that enables the work crews to communicate with the Contractor at all times. Each work crew shall

have a designated person on the work site that has the authority to respond to inquiries from any

citizens encountered during the course of work and be able to communicate with the Public Works

Director, Contract Administrator or other representative about work details and/or priorities. This

designated person shall be able to accurately and effectively communicate any information essential

to the operation of the organization.

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All work shall be performed with the utmost concern for safety of city staff, the workers, and the

public. Contractor is expected to be familiar with all areas and locations of the work and if they are

not, shall have those questions answered before commencing work on this contract.

WORKMANSHIP

Contractor is expected to respect all parties they encounter. Contractor shall perform work to the

satisfaction of the Public Works Director or Designee/s. The Contractor shall cooperate with the

Public Works Director or Designee/s to enable determination of contract compliance. If any work does

not meet the standards specified, the Contractor will be responsible for correcting such deficiencies

within five (5) working days or as directed by the Public Works Director or Designee/s. Corrections

shall be at no additional cost to the City of Stockton. Contractor is expected to use additional

personnel for corrections. There shall be no delay of regular maintenance to complete corrections.

DAMAGE TO IMPROVEMENTS AND PROTECTION OF PROPERTY

Contractor shall be held responsible for the preservation and protection of all public and private

property and improvements adjacent to the work area and shall exercise due caution to avoid and

prevent any damage to adjacent property and/or improvements. Should any direct or indirect

damage or injury result to any public or private property or to any persons encountered in the course

of work on account of any act, omission, neglect, or misconduct in the execution of the work, or as a

consequence of non-execution thereof on the part of the Contractor or any of their employees or

agent, such property or person shall be restored and made whole at the expense of the contractor.

Where personal property may be affected by Contractor's operations that the Contractor cannot

effectively protect, Contractor shall notify the potentially affected property owner(s) prior to the

operations so that steps can be taken to protect the personal property. Contractor shall notify City

within 24 hours of any damage to any City or private amenities/improvements/property caused by

Contractor.

Contractor shall take all reasonable measures to prevent accidental spills of fuel or oil for Contractor's

equipment. In the event of such spill, immediately remove all spilled material, properly dispose of the

spilled material and any material used in clean-up/absorption of the spilled material, and, if

necessary, notify the proper authorities in accordance with applicable law.

Where personal property may be affected by Contractor's operations that the Contractor cannot

effectively protect, Contractor shall notify the potentially affected property owner(s) prior to the

operations so that steps can be taken to protect the personal property. Contractor shall notify City

within 24 hours of any damage to any City or private amenities/improvements/property caused by

Contractor.

SAFETY

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Contractor shall be solely responsible for the safety and welfare of all Contractors’ personnel

performing work under this contract. Contractor is solely responsible for advising and educating all

potentially affected personnel to the health hazards associated with this work prior to personnel

commencing work under this contract. Contractor shall have an injury and illness prevention program

(IIPP) and shall provide a copy of the program with their proposal.

All work shall be performed with the utmost concern for safety of city staff, the workers, and the

public. Where necessary, contractor shall barricade or temporarily close to the public those areas

where work is being performed.

LANE CLOSURES AND TRAFFIC CONTROL

Any contemplated lane closures must have prior approval by the City. The Contractor shall provide

the City Representative a work schedule and schedule of any contemplated lane closures. All traffic

control shall conform to the Work Area Traffic Control handbook, a.k.a. the WATCH Manual.

HOURS AND DAYS OF WORK

Contractor must provide at least 24 hours advance notice to City prior to commencing routine,

scheduled work. Contractor shall diligently prosecute work to minimize the time the property is open

to the street/sidewalk. Contractor shall start work so it is completed before a weekend. Contractor

shall not leave the property open to the street/sidewalk over a weekend.

Should the Contractor choose to work on a Saturday, Sunday, on a holiday recognized by the labor

unions, outside of the designated work hours defined in this contract, and that work requires

inspection or supervision by a designated City representative, the Contractor shall reimburse the

actual costs of inspection and supervision and/or other overhead expenses which are directly

chargeable to the contract. Should such work be undertaken at the request of the City,

reimbursement will not be require

Exhibit 1

Scope of Work for Roof Maintenance and Leak Response Contract

Description:

The City of Stockton is seeking proposals from State licensed roofing contractors for annual preventative maintenance, leak response, inspection, repair services, and administration of the duties and responsibilities set forth in this Request for Proposal (RFP), in compliance with all applicable laws, regulations, policies and procedures.

Services to be performed include the furnishing of all labor, materials, tools, equipment, supplies, services, tasks, transportation, incidental and customary work necessary to competently perform preventative maintenance, leak response, inspection, and proposals for repairs for the roofing systems listed in Roofing Systems (Exhibit 2).

The work will include the provision of the services listed in the Services to be Provided section of this RFP. The selected proposer will submit quotations and proposals for repairs outside of the scope of Services to be Provided based on the inspection results for each roofing system. This may include repair or replacement as determined by the Contract Administrator. The scope and number of roofs are listed in Exhibit 2 and maybe individually added or removed by the City during negotiations with the selected proposer based on available funding annually.

The Contractor shall leave work areas free of all dirt, litter, or other materials utilized to perform the specified work.

The Contractor shall erect barricades, warning signs, and any other devices to prevent unauthorized access to work areas by the public or unauthorized City staff.

The Contractor shall respond to all requests for leak response services as required, 24 hours per day, 365 days per year, including holidays. All costs for labor and materials for these calls shall be included in the proposal.

The Contractor will be responsible for providing labor, supervision, materials, equipment, transportation, service and the shop facilities necessary to perform high quality work. Contractor will also be responsible for discarding all used materials.

Tentative Schedule: The following represents the tentative schedule for this RFP. Any change in the scheduled dates for the Pre-Proposal Conference, Deadline for Final Questions, or Proposal Submission Deadline will be advertised in the form of an addendum to this RFP. The schedule for the evaluation process and other future dates may be adjusted without notice.

RFP Release by the City 12/30/2016 Deadline for Final Questions 1/16/2017 City Responses to Written Questions 1/19/2017 Proposal Submission Deadline 1/27/2017Contractor Interviews as Needed 2/2/2017 Contract Approval by City Council TBD

Proposal Requirements: Proposals must include a narrative response to the following requested information.

A. Introduction: Briefly introduce the proposal, including a statement of the Contractor’s approach to providing the services listed in this RFP. Provide the name of the company submitting the proposal, mailing address, telephone number, email address, and the name of the contact person.

B. Statement of Qualifications/Responsiveness: Describe management personnel’s experience with accounts of similar size and scope, company structure, and staff assigned to the resulting agreement. Include a detailed description of your company, employee position categories and current number of employees in each category. Include an outline of any experience your company has had in meeting the needs of other similarly sized organizations. Detail any involvement, past or current, relative to litigation or other disputes, if any, concerning your performance with any clients to whom your company has provided services. List all contracts canceled or not extended. State any and all instances of being disqualified, removed, or otherwise prevented from completing the terms of any previous contracts over the past five (5) years. Give names, street addresses, and phone numbers and explain the circumstances.

C. Resources and Service Description: Include a comprehensive description of the resources and methodology that will be used to complete the requested services.

D. Quality Control: Include a comprehensive description of how your organization administers quality assurance and quality control for the work being proposed.

E. Staff Process: Include a work plan of how you will staff and supervise the contracted services. a. List the full or part-time status of each employee that will be assigned to this Contract as

well as a complete organizational chart for your company. Provide information on the training and certifications maintained by each individual.

b. Describe the designated Contractor’s Project Manager’s role in the supervision and delivery of contract services as well as the availability of a supervisor and contingency plans when not available.

F. Liability Issues: Discuss how your company handles damage or theft claims.

G. Logistics: Describe how your company will make available the equipment and materials needed to perform all work.

H. Billing Invoicing: Describe your company’s billing and accounting system, as it will relate to this Contract. Describe your capability to customize invoices to meet the City of Stockton’s needs. Attach samples of your company’s billing forms and invoices.

I. Reports: Discuss management reports and quality assurance methods and their frequency. Emphasize how you would customize reports for the City that will show work accomplished labor hours and parts consumed by each site. Attach sample reports.

J. Computerized Maintenance Management Systems: Describe how your company has worked within a customer’s provided computerized maintenance management system for tracking assigned work orders, and resource reporting.

Proposal Scoring Criteria: Proposals will be selected using a “best value” methodology based on the following categories.

A. Price (30 points). 25 of 30 points will be weighted with regard to the rate anticipated to be utilized most by the City. A maximum of 5 points will be given for local preference in accordance with Stockton Municipal Code Section 3.68.090.

B. Experience (25 points). Previous experience in providing a superior level of service on like- sized public and/or private projects.

C. Quality of Work (20 points). Assessments of work quality, performance, and working relationship by current and recent clients that indicate high levels of satisfaction and effectiveness.

D. Qualifications of Staff (10 points). Qualifications of proposed staff to be assigned to the project.

E. Communications Capabilities (10 points). Well organized communication systems and reporting capabilities that demonstrate an ability to complete tasks efficiently and effectively and do not require constant supervision by the City.

F. Reports and Invoices (5 points). Effectiveness and clarity of sample reports and invoices utilized by the company.

1. Scope of Service: The Contractor shall provide preventative maintenance, leak response, and inspection reporting services to City roofing systems as outlined in this document. All maintenance and work shall be provided in accordance with the highest standards of the industry, skill, workmanship, applicable trade practices, shall meet warranties and be in conformance to all applicable laws, codes and regulations.

2. Services to be Provided: It is the Contractor’s responsibility to provide an appropriate level of

staffing and provide appropriate tools, materials, and vehicles necessary to support the scope of this Contract during hours of operation and for response after normal working hours. The Contractor shall maintain the appropriate licenses and shall comply with all other license, insurance, and permit requirements of the City, State, and Federal governments as well as all other requirements of the law. Annual price shall be all-inclusive of the following:

a. Annual Preventative Maintenance to Roofing Systems shall include: i. Removal of debris (leaves, branches, litter and similar items) from the roof

membrane. ii. Removal of debris from the roof drains, gutters, and scuppers. iii. Metal edge flashing components – incidental tears, splits, and breaks in the

membrane flashing shall be repaired with appropriate repair mastics and membranes.

iv. Incidental tears and slits in the flashing membrane shall be repaired with appropriate repair mastics and membranes. Incidental open or split flashing strip-ins shall be repaired with appropriate repair mastics and membranes.

v. Unsecured rooftop equipment shall be secured. Exposed fasteners shall be sealed. Intermittent voids in termination bar and counterflashing’s sealant shall be resealed.

vi. Roof Membrane maintenance repairs – incidental tears, breaks and splits in the flashing membrane shall be repaired with appropriate repair mastics and membranes. Incidental splits and blisters that threated the roof integrity shall be clean, primed and repaired with appropriate repair mastics and membranes. Intermittent voids in the metal projections (hoods and clamps) sealants shall be resealed.

b. Leak Response shall include: i. A 24-hour-a-day number to which leaks can be reported. ii. Prompt, on-site response by the Contractor with-in 4 hours of initial contact by the

City’s Contract Administrator or designee. iii. Minor incidental repairs with-in the scope of Annual Preventative Maintenance to

Roofing Systems in this RFP (Section 2.a) iv. Report of the source, repairs made, and follow up recommendations within 3

business days of the leak response. c. Annual Roof Inspections shall be conducted once per contract year and include:

i. Two comprehensive printed copies of inspections results for each roofing system specified by this Contract.

ii. Full access to an electronic copy of the inspection results. iii. Electronic copy shall be editable with Microsoft Office and be convertible to PDF

format. iv. Number of buildings and roof segments for each building. v. Verified square footage for each building and roof segment. vi. Summary of maintenance performed by Contractor. vii. Roof general information. viii. Overall roof condition. ix. Roof construction type. x. Condition of roof perimeter, wall, and coping. xi. Short (1-3 years) and long (3-10 years) term recommendations.

3. Repair Work Proposals: For recommended work beyond the scope of the Services to be

Provided section, the Contractor shall provide a detailed recommendation to complete the necessary repairs including a total price for the Contractor to complete the proposed repairs. If the City opts to proceed with the Contractors quotation, it shall be authorized by City Purchase Order. The City reserves the right to seek additional inspections and bids for the supplied scope of work.

4. Term of Service: The term of the Contract shall be effective from date of award, for a period of

approximately three (3) years. The City, at its option, may renew this contract for up to two (2), one year periods beginning on September 1, 2019. This option will be exercised only if the Contractor has demonstrated superior performance in the provision of Roof Maintenance and Leak Response to the City of Stockton.

5. Price Proposal: The total price proposal for the provisions of this Contract shall include all wages,

payroll taxes, fringe benefits, insurance, vehicles, transportation, equipment, materials, supplies, overhead and profit. The time and cost expended on leak response shall be included in the total price proposed.

6. Additions and Deletions to Contract: The City of Stockton currently requires the provisions of this RFP for the roofing systems listed in Exhibit 2. The City reserves the right to either add or delete roofing systems as conditions and funding considerations warrant. The proposer shall provide a per-square-footage rate for each roofing type which shall be used as the basis for adding or deleting roofing systems to the scope of this Contract. Additions and deletions to this contract will be submitted as a change order to the original Contract.

7. Price Adjustment: No price adjustments will be made to the proposed contract amount during the initial term of the Contract unless to match a published change in the applicable wage determination made by the California Department of Industrial Relations (DIR). Price adjustments made based on a new, applicable DIR wage determination(s) shall be made to exactly match the increased wage difference and shall only take place during the specified effective period. DIR wage determination based price adjustment requests must be submitted and approved as a Change Order to the original Contract. Should the City option to renew this contract after the initial 3 year period, the Contractor may submit a written request to increase the total contract price. This increase request may be in accordance with consumer price index (CPI) for other services in Stockton, California according to the current, applicable year’s Bureau of Labor Statistics and shall not exceed 3% in any one year.

8. Invoicing: Invoices in the amount of 25% of the agreed to Annual Price shall be submitted to the

Contract Administrator quarterly for the prior 3 months of work performed, unless otherwise mutually agreed upon in writing. Example: First term of Contract will not be 12 calendar months, but will require the complete annual scope of work to be completed. Full annual price will be permitted to be invoiced monthly to ensure full payment for the complete annual scope of work.

9. Work Hours: Scheduled maintenance and repairs shall typically occur during normal business hours. The City’s normal business hours are 7am – 5pm Monday through Friday with alternating closed Fridays. All legal holidays and alternate closed Fridays are observed as non- business hours.

10. Service Availability: The Contractor shall have leak response service available on a twenty-four hours a day, seven days a week basis with a response time not to exceed 4 hours from the time of the Contract Administrator’s initial call.

11. Advanced Notice of Work: For routine maintenance and inspection, Contractor must provide at least twenty four (24) hours –within City’s business hours- advance notice to the City prior to commencing work. Contractor shall start work so it is completed before a weekend unless previously approved by the Contract Administrator.

12. Billable Work: The Contractor shall not bill for unnecessary repairs, for repairs that were not

completed satisfactorily, for repairs that did not fix an identified problem, or for facility visits that are made by Contractor staff not conducting maintenance and repair work, or are unqualified to complete needed repairs.

13. Staffing, Workmanship, and Quality Level: The Contractor shall provide a staffing level to

perform roof maintenance and leak response services in a thorough and professional manner. The Contractor shall possess and maintain a C-39 Roofing Contractor license by the State of

California through the term of the contract. All personnel performing work under this Contract shall be directly employed and supervised by the Contractor. The Contractor shall provide management and technical supervision through competent supervisors as required. The Contractor shall be responsible for skills, methods, and actions of all employees, subcontractors and for all work done.

14. Roofing Systems to be Serviced: See Exhibit 2

15. Tools and Equipment: The Contractor shall furnish and maintain all equipment, and vehicles

necessary for properly executing the provisions of this Contract. Failure to provide suitable equipment for carrying out all requirements of this contract may be grounds for Contract termination.

16. Parts and Materials: The Contractor shall furnish all parts and materials necessary for executing

the provisions of this Contract. Mark-up on parts and materials may not exceed 10% of Contractor’s cost as determined by supplier invoice or other evidence of actual cost. Invoices must identify the work performed, cost of labor, parts/materials used, parts/materials cost, and parts/materials mark-up cost.

17. Inspections and Discrepancies: So as to ensure consistent quality of the work being performed,

a City designee will perform periodic inspections of roofing systems affected by the Contractor’s work to ensure compliance with the Contract specifications. Inspections may be made by the City at any time to confirm that work performed meets specifications. The City reserves the right to retain independent consultation for the evaluation of work conducted to include: workmanship, safety practices, application of industry techniques, or efforts to mitigate disruption to operations and property damage. Upon the discovery of unsatisfactory results, the City may issue in writing a notice of unsatisfactory performance. If corrective work is required, the City will provide a written list of discrepancies to the Contractor to correct at no additional cost to the City. If discrepancies are not addressed within five business days, the City may perform the work using others and deduct the cost from the Contractor’s payment either through invoice deduction, or back-charges withheld from the soonest month’s payment.

18. Emergency Situations: For medical or public safety emergencies occurring at City facilities, call

9-1-1. For all building maintenance emergencies (water leaks, etc.) contact the Public Works Supervisor of designated staff to report the issue immediately (24-hours/day).

19. Contract Administrator: During the performance of the contract the City will be represented by

the Facilities Manager, telephone number (209) 937-5069 or their designee.

20. Continued Use of Facilities: The facilities being serviced by this contract will continue to be occupied during the contract. Work will be performed in an orderly manner with minimum disturbance and inconvenience to the occupants. The Contractor shall confine and limit its personnel to only those areas required in performing the work.

21. Notice of Unsatisfactory Performance: Notwithstanding any provision to the contrary herein,

City shall have no obligation to give more than two written notices of unsatisfactory performance in any calendar year. In the event two such notices of unsatisfactory performance are given in any calendar year, the City may thereupon terminate this contract immediately.

PRICE PROPOSAL

Roof Maintenance and Leak Response

as described in this Special Provisions and Scope.

Bid Item Scope of Work Annual Price Comments 1 Services specified in the Special Provisions and

Scope from date of Contract award – June 30, 2017

2 Services specified in the Special Provisions and Scope from July 1, 2017 – June 30,2018

3 Services specified in the Special Provisions and Scope for July 1, 2018 – June 30,2019

Price for Addition or Deletion of Roofing

Systems to Exhibit 2 Annually Price per

Squarefoot Comments

4 Roofing type:

5 Roofing type:

6 Roofing type:

7 Roofing type:

8 Roofing type:

9

10

Note: Proposer may include additional sheets as necessary.

Building Name Roof Address Roof Name Roof Area Roof Type # of Roofs

Animal Shelter 1575 S. Lincoln St. Back Office 9,327 Standing Seam Metal 1

Animal Shelter 1575 S. Lincoln St. Front Office Main Roof 6,507 Single Ply, Trocal 1

Animal Shelter 1575 S. Lincoln St. Front Office Roof A 617 Single Ply, Trocal 1

Animal Shelter 1575 S. Lincoln St. North Portable 732 Single Ply 1

Animal Shelter 1575 S. Lincoln St. South Portable 684 Single Ply 1

Totals 17,867 5

Chavez Library 605 N. El Dorado St. Main 17,069 Asphalt (BUR) 1

Chavez Library 605 N. El Dorado St. Upper 22,620 Asphalt (BUR) 1

Chavez Library 605 N. El Dorado St. Canopy 100 Asphalt (BUR) 1

Totals 39,789 3

City Hall 425 N. El Dorado St. Main A 6,220 Smooth Aluminum Cap Sheet 1

City Hall 425 N. El Dorado St. Main B 680 Granules Cap Sheet 1

City Hall 425 N. El Dorado St. Main C 680 Smooth Aluminum Cap Sheet 1

City Hall 425 N. El Dorado St. Upper A 1,564 Tar (BUR) 1

City Hall 425 N. El Dorado St. Upper B 132 Tar (BUR) 1

Totals 9,276 5

City Hall Annex 6 E. Lindsay Main 10,201 Single Ply, Trocal 1

Totals 10,201 1

Fair Oaks Public Library 2370 E. Main St. Upper Main 7,701 Asphalt (BUR) 1

Fair Oaks Public Library 2370 E. Main St. Lower 2,040 Asphalt (BUR) 1

Totals 9,741 2

Arnold Rue Community Center 5758 Lorraine Ave. Roof A Metal 4,524 Standing Seam Metal 1

Arnold Rue Community Center 5758 Lorraine Ave. Roof B Metal 3,770 Standing Seam Metal 1

Arnold Rue Community Center 5758 Lorraine Ave. Roof C Metal 4,524 Standing Seam Metal 1

Arnold Rue Community Center 5758 Lorraine Ave. Roof D Metal 3,714 Standing Seam Metal 1

Arnold Rue Community Center 5758 Lorraine Ave. Roof E Metal 497 Standing Seam Metal 1

Arnold Rue Community Center 5758 Lorraine Ave. Roof F Metal 2,495 Standing Seam Metal 1

Arnold Rue Community Center 5758 Lorraine Ave. Roof G Metal 1,519 Standing Seam Metal 1

Arnold Rue Community Center 5758 Lorraine Ave. Roof H Flat 2,927 Single Ply Smooth White 1

Arnold Rue Community Center 5758 Lorraine Ave. Roof I Metal 1,681 Standing Seam Metal 1

Arnold Rue Community Center 5758 Lorraine Ave. Roof J Metal 691 Standing Seam Metal 1

Arnold Rue Community Center 5758 Lorraine Ave. Roof K Metal 3,526 Standing Seam Metal 1

Totals 29,868 11

Dorothy Jones Community Center 2044 Fair Street Roof B 56 Single Ply, Trocal 1

Dorothy Jones Community Center 2044 Fair Street Roof C 56 Single Ply, Trocal 1

Dorothy Jones Community Center 2044 Fair Street Roof D 3,874 Single Ply, Trocal 1

Dorothy Jones Community Center 2044 Fair Street Roof E Metal Barrel 2,724 Standing Seam Metal 1

Dorothy Jones Community Center 2044 Fair Street Roof H Metal Canopy 162 Standing Seam Metal 1

Dorothy Jones Community Center 2044 Fair Street Roof I Metal Canopy 208 Standing Seam Metal 1

Totals 7,080 6

Edward C. Merlo Gymnasium 2021 Anne Street Roof B 2,468 Single Ply, Trocal 1

Totals 2,468 1

Fire Station 01 1818 Fresno Ave Roof 1 4,758 Standing Seam Metal 1

Fire Station 01 1818 Fresno Ave Roof 2 1,513 Standing Seam Metal 1

Totals 6,271 2

Fire Station 02 110 W. Sonora Street Roof M 1,200 Single Ply, TPA Fleece Back 1

Fire Station 02 110 W. Sonora Street Roof O1 2,559 Standing Seam Metal 1

Fire Station 02 110 W. Sonora Street Roof O2 67 Standing Seam Metal 1

Fire Station 02 110 W. Sonora Street Roof O3 134 Standing Seam Metal 1

Fire Station 02 110 W. Sonora Street Roof S1 575 Single Ply, Trocal 1

Fire Station 02 110 W. Sonora Street Roof S2 7,108 Single Ply, Trocal 1




Fire Station 02 110 W. Sonora Street Roof S9 Canopy 117 Corrugated Metal 1

Totals 20,131 10

Fire Station 03 1116 E. First Street Roof G4 1,527 Single Ply, Trocal 1

Fire Station 03 1116 E. First Street Roof S1 157 Lap Seam Metal 1

Fire Station 03 1116 E. First Street Roof S2 3,235 Single Ply, Trocal 1

Fire Station 03 1116 E. First Street Roof S3 3,546 Single Ply, Trocal 1

Totals 8,465 4

Fire Station 04 5525 Pacific Avenue Portable 1,104 Standing Seam Metal 1

Fire Station 04 5525 Pacific Avenue Roof 1 2,854 Single Ply, Trocal 1

Fire Station 04 5525 Pacific Avenue Roof 2 3,838 Single Ply, Trocal 1

Fire Station 04 5525 Pacific Avenue Roof 3 275 Single Ply, Trocal 1

Fire Station 04 5525 Pacific Avenue Roof 4 272 Single Ply, Trocal 1

Totals 8,343 5

Fire Station 05 3499 Manthey Road Roof 1 4,758 Standing Seam Metal 1

Fire Station 05 3499 Manthey Road Roof 2 1,513 Standing Seam Metal 1

Totals 6,271 2

Fire Station 06 1501 Picardy Drive Roof 1 560 Granules Cap Sheet 1

Fire Station 06 1501 Picardy Drive Roof 2 2,702 Shingle 1

Fire Station 06 1501 Picardy Drive Roof 3 124 Lap Seam Metal 1

EXHIBIT 2

Totals 3,386 3

Fire Station 07 1767 W. Hammer Lane Roof 1 2,454 Single Ply, Trocal 1



Fire Station 07 1767 W. Hammer Lane Roof 5 Canopy 25 Single Ply, Trocal 1

Fire Station 07 1767 W. Hammer Lane Roof 6 117 Single Ply, Trocal 1

Totals 6,811 5

Fire Station 09 550 E. Harding Way Roof 1 4,357 Asphalt (BUR) 1

Fire Station 09 550 E. Harding Way Roof 2 133 Asphalt (BUR) 1

Fire Station 09 550 E. Harding Way Roof 3 4,851 Asphalt (BUR) 1

Totals 9,341 3

Fire Station 10 2903 W. March Lane Roof 1 283 Granules Cap Sheet 1

Fire Station 10 2903 W. March Lane Roof 2 1,113 Granules Cap Sheet 1

Totals 1,396 2

Fire Station 11 1211 E. Swain Road Roof 1 280 Single Ply, Trocal 1

Fire Station 11 1211 E. Swain Road Roof 2 2,916 Single Ply, Trocal 1



Fire Station 11 1211 E. Swain Road Roof 5 3,149 Single Ply, Trocal 1

Totals 7,146 5

Fire Station 12 4010 E. Main Street Roof 1 1,935 Shingle 1

Fire Station 12 4010 E. Main Street Roof 2 4,347 Shingle 1

Totals 6,282 2

Fire Station 13 3606 Hendrix Drive Roof 1 Flat 869 Single Ply, Trocal 1

Fire Station 13 3606 Hendrix Drive Roof 2 9,840 Standing Seam Metal 1

Fire Station 13 3606 Hendrix Drive Roof 3 13,195 Standing Seam Metal 1

Fire Station 13 3606 Hendrix Drive Roof 4 243 Standing Seam Metal 1



Totals 24,318 6

Fire Station 14 3019 McNabb Street Roof 1 4,758 Standing Seam Metal 1

Fire Station 14 3019 McNabb Street Roof 2 1,513 Standing Seam Metal 1

Totals 6,271 2

Margaret K. Trobe Branch Library 502 W. Ben Holt Roof A 11,414 Single Ply, Trocal 1

Margaret K. Trobe Branch Library 502 W. Ben Holt Roof B 916 Single Ply, Trocal 1

Margaret K. Trobe Branch Library 502 W. Ben Holt Roof C 1,328 Single Ply, Trocal 1

Margaret K. Trobe Branch Library 502 W. Ben Holt Roof D 688 Single Ply, Trocal 1

Totals 14,346 4

Maya Angelou Library 2324 Pock Lane Roof A Entrance 677 Single Ply, Trocal 1

Maya Angelou Library 2324 Pock Lane Roof B 1,076 Single Ply, Trocal 1

Maya Angelou Library 2324 Pock Lane Roof C 279 Single Ply, Trocal 1

Maya Angelou Library 2324 Pock Lane Roof D 171 Single Ply, Trocal 1

Maya Angelou Library 2324 Pock Lane Roof G Metal Barrel 1,268 Standing Seam Metal 1

Maya Angelou Library 2324 Pock Lane Roof H 2,334 Single Ply, Trocal 1

Maya Angelou Library 2324 Pock Lane Roof I 327 Single Ply, Trocal 1

Maya Angelou Library 2324 Pock Lane Roof J 1,529 Single Ply, Trocal 1

Maya Angelou Library 2324 Pock Lane Roof K 691 Single Ply, Trocal 1

Maya Angelou Library 2324 Pock Lane Roof L Metal 140 Standing Seam Metal 1

Maya Angelou Library 2324 Pock Lane Roof M 227 Single Ply, Trocal 1

Maya Angelou Library 2324 Pock Lane Roof N 1,067 Single Ply, Trocal 1

Maya Angelou Library 2324 Pock Lane Roof O 171 Single Ply, Trocal 1

Maya Angelou Library 2324 Pock Lane Roof P Metal Barrel 2,521 Standing Seam Metal 1

Totals 12,478 14

Municipal Service Center 1465 South Lincoln St. Lower Roof 3,819 Single Ply, Trocal 1

Municipal Service Center 1465 South Lincoln St. Upper Roof 18,333 Single Ply, Trocal 1

Municipal Service Center 1465 South Lincoln St. Fleet Building 7,048 Lap Seam Metal 1

Municipal Service Center 1465 South Lincoln St. Lawn Mower Shop 660 Asphalt (BUR) 1

Municipal Service Center 1465 South Lincoln St. Lunchroom Lower 2,606 Asphalt (BUR) 1

Municipal Service Center 1465 South Lincoln St. Lunchroom Upper 1,544 Asphalt (BUR) 1

Municipal Service Center 1465 South Lincoln St. North Parking Shed 17,951 Single Ply, Trocal 1

Totals 51,961 7

Oak Park Ice Arena 3545 Alvarado Ave. Ice Rink ‐ Main 24609 Granules (PUF) 1

Oak Park Ice Arena 3545 Alvarado Ave. Ice Rink Lower ‐ B 782 Single Ply, Trocal 1

Oak Park Ice Arena 3545 Alvarado Ave. Ice Rink Lower ‐ D 1332 Single Ply, Trocal 1

Oak Park Ice Arena 3545 Alvarado Ave. Ice Rink Lower ‐ C 2117 Single Ply, Trocal 1

Oak Park Ice Arena 3545 Alvarado Ave. Ice Rink Lower ‐ A 2464 Single Ply, Trocal 1

Totals 31,304 5

Oak Park Community Center 730 E. Fulton St. Roof A 6,860 Granules Cap Sheet 1

Oak Park Community Center 730 E. Fulton St. Roof B 4,582 Granules Cap Sheet 1

Oak Park Community Center 730 E. Fulton St. Roof C 4,042 Granules Cap Sheet 1

Oak Park Community Center 730 E. Fulton St. Roof D 1,800 Granules Cap Sheet 1

Totals 17,284 4

Permit Center 345 N. El Dorado St. Roof A 7,260 Single Ply, Trocal 1

Totals 7,260 1

Podesto Teen Center 725 N. El Dorado St. Roof A 748 Asphalt (BUR) 1

Podesto Teen Center 725 N. El Dorado St. Roof B Barrel 10,313 Shingle 1

Podesto Teen Center 725 N. El Dorado St. Roof C 2,437 Granules Cap Sheet 1

Podesto Teen Center 725 N. El Dorado St. Roof D 433 Asphalt (BUR) 1

Podesto Teen Center 725 N. El Dorado St. Roof E 13,226 Asphalt (BUR) 1

Podesto Teen Center 725 N. El Dorado St. Roof F Penthouse 288 Granules Cap Sheet 1

Podesto Teen Center 725 N. El Dorado St. Roof G Metal Barrel 420 Standing Seam Metal 1

Podesto Teen Center 725 N. El Dorado St. Roof H 869 Granules Cap Sheet 1

Podesto Teen Center 725 N. El Dorado St. Roof I Canopy 111 Granules Cap Sheet 1

Totals 28,845 9

Seifert Community Center 128 W. Ben Holt Dr. Roof A 6,053 Single Ply, Trocal 1

Seifert Community Center 128 W. Ben Holt Dr. Roof B Equipment Area 540 Single Ply, Trocal 1

Seifert Community Center 128 W. Ben Holt Dr. Roof C Equipment Area 319 Single Ply, Trocal 1

Seifert Community Center 128 W. Ben Holt Dr. Roof D 1,176 Single Ply, Trocal 1

Seifert Community Center 128 W. Ben Holt Dr. Roof E 7,007 Single Ply, Trocal 1

Totals 15,095 5

Stewart Eberhardt Building 22. E Weber Ave Roof A 24,137 Granules Cap Sheet 1

Stewart Eberhardt Building 22. E Weber Ave Roof B Penthouse 901 Granules Cap Sheet 1

Stewart Eberhardt Building 22. E Weber Ave Roof C Parking 410 Granules Cap Sheet 1

Totals 25,448 3

Stockton Memorial Civic Auditorium 525 N. Center St. Roof A Canopy 162 Single Ply, Trocal 1

Stockton Memorial Civic Auditorium 525 N. Center St. Roof B 3,030 Single Ply, Trocal 1

Stockton Memorial Civic Auditorium 525 N. Center St. Roof C Canopy 162 Single Ply, Trocal 1

Stockton Memorial Civic Auditorium 525 N. Center St. Roof D Metal 24,286 Standing Seam Metal 1

Stockton Memorial Civic Auditorium 525 N. Center St. Roof E 4,642 Single Ply, Sarnafil 1

Stockton Memorial Civic Auditorium 525 N. Center St. Roof F 759 Single Ply, Trocal 1

Stockton Memorial Civic Auditorium 525 N. Center St. Roof G Metal 6,789 Standing Seam Metal 1

Stockton Memorial Civic Auditorium 525 N. Center St. Roof H 2,693 Single Ply, Trocal 1

Stockton Memorial Civic Auditorium 525 N. Center St. Roof I Penthouse 1,204 Single Ply, Trocal 1

Totals 43,727 9

Stockton Police Facility 22 E. Market St. Roof A 57,492 Single Ply, Trocal 1

Stockton Police Facility 22 E. Market St. Roof B Penthouse 6,693 Single Ply, Trocal 1

Stockton Police Facility 22 E. Market St. Roof C Garage 12,479 Single Ply, Trocal 1

Stockton Police Facility 22 E. Market St. Roof D 13,921 Single Ply, Trocal 1

Stockton Police Facility 22 E. Market St. Roof E Parking 23,954 Single Ply, Trocal 1

Totals 114,539 5

Stribley Community Center 1760 E. Sonora St. Roof A 1,842 Single Ply, Trocal 1

Stribley Community Center 1760 E. Sonora St. Roof B Equipment Pit 303 Single Ply, Trocal 1

Stribley Community Center 1760 E. Sonora St. Roof C 2,766 Single Ply, Trocal 1

Stribley Community Center 1760 E. Sonora St. Roof D 2,772 Single Ply, Trocal 1

Stribley Community Center 1760 E. Sonora St. Roof E 497 Single Ply, Trocal 1

Stribley Community Center 1760 E. Sonora St. Roof F 5,353 Single Ply, Trocal 1

Stribley Community Center 1760 E. Sonora St. Roof G 380 Single Ply, Trocal 1

Stribley Community Center 1760 E. Sonora St. Roof H Front 72 Single Ply, Trocal 1

Stribley Community Center 1760 E. Sonora St. Roof I 277 Standing Seam Metal 1

Stribley Community Center 1760 E. Sonora St. Roof J 2,375 Single Ply, Trocal 1

Stribley Community Center 1760 E. Sonora St. Roof L Metal Canopy 446 Standing Seam Metal 1

Stribley Community Center 1760 E. Sonora St. Roof M Metal Barrel 1,894 Standing Seam Metal 1

Stribley Community Center 1760 E. Sonora St. Roof N Metal 5,842 Standing Seam Metal 1

Stribley Community Center 1760 E. Sonora St. Roof O Metal 2,619 Standing Seam Metal 1

Stribley Community Center 1760 E. Sonora St. Roof P Metal 4,482 Standing Seam Metal 1

Totals 31,920 15

Van Buskirk Community Center 734 Houston Ave. Roof A 2,512 Single Ply, Trocal 1

Van Buskirk Community Center 734 Houston Ave. Roof B 1,581 Single Ply, Trocal 1

Van Buskirk Community Center 734 Houston Ave. Roof C Metal 975 Standing Seam Metal 1

Van Buskirk Community Center 734 Houston Ave. Roof D 3,043 Single Ply, Trocal 1

Van Buskirk Community Center 734 Houston Ave. Roof E Front Canopy 28 Single Ply, Trocal 1

Van Buskirk Community Center 734 Houston Ave. Roof F Metal 9,916 Standing Seam Metal 1

Van Buskirk Community Center 734 Houston Ave. Roof G Metal 2,012 Standing Seam Metal 1

Van Buskirk Community Center 734 Houston Ave. Roof H Equipemtn Area 301 Single Ply, Trocal 1

Totals 20,368 8

PARKS

Anderson Park 6201 N. El Dorado Street RR 649 Wood Shake 1

Atherton Park 1978 Quail Lakes Drive Main 1023 Shingle 1

Buckley Cove Park 4948 Brookside Road Toll Booth 66 Shingle 1

Caldwell Park 3021 Pacific Avenue RR 548 Shingle 1

Dentoni Park 1430 Royal Oaks Dr. RR/Storage 1056 Shingle 2

Eden Square Park 924 N. El Dorado St. RR 607 Wood Shake 1

Gibbons Park 1825 W. Hammer Lane RR/Storage 925 Granules Cap Sheet 1

Grupe Park 4500 Cumberland Drive RR/Storage 324 Granules Cap Sheet 1

Grupe Park 4500 Cumberland Drive Storage #2 64 Granules Cap Sheet 1

Holiday Park 614 Elaine Drive RR/Storage 290 Granules Cap Sheet 1

Laughlin Park 2733 Estate Drive Pump/Storage 481 Wood Shake 1

Loch Lomond Park 8477 N. El Dorado Street Storage 300 Granules Cap Sheet 1

Louis Park 3201 Monte Diablo Avenue Central Tool Shed 1363 Granules Cap Sheet 1

Louis Park 3201 Monte Diablo Avenue Central RR 285 Aggregate (BUR) 1

Louis Park 3201 Monte Diablo Avenue NW RR 1000 Shingle 1

Louis Park 3201 Monte Diablo Avenue Ramp Concession 1156 Granules Cap Sheet 1

Louis Park 3201 Monte Diablo Avenue Softball RR/Storage 2321 Shingle 1

Mattie Harrel Park 2244 S. Lincoln Street RR/Storage 616 Wood Shake 1

McKinley Park 424 E. Ninth Street Chlorination 90 Granules Cap Sheet 1

McKinley Park 424 E. Ninth Street N RR 390 Wood Shake 1

McKinley Park 424 E. Ninth Street Storage/Utility 1232 Shingle 1

McKinley Park 424 E. Ninth Street S Storage 324 Shingle 1

McKinley Park 424 E. Ninth Street RR/Storage 734 Single Ply, TPO Fleece Back 1

Oak Park 3545 N. Alvarado Avenue Pump House ‐ E 247 Granules Cap Sheet 1

Oak Park 3545 N. Alvarado Avenue Pump House ‐ W 455 Shingle 1

Oak Park 3545 N. Alvarado Avenue S RR 792 Wood Shake 1

Panella Park 5758 Lorraine Avenue RR 949 Shake 1

Panella Park 5758 Lorraine Avenue Pump House 693 Single Ply Smooth White 1

Pixie Woods 3303 Monte Diablo Avenue Children's RR 120 Wood Shake 1

Pixie Woods 3303 Monte Diablo Avenue Pixie Station 626 Shingle 1

Pixie Woods 3303 Monte Diablo Avenue Playhouse Bldg (Mirror) 72 Smooth White Single Ply 1

Pixie Woods 3303 Monte Diablo Avenue Port Pixie 38 Wood Shake 1

Pixie Woods 3303 Monte Diablo Avenue RR Building 1264 Wood Shake 1

Pixie Woods 3303 Monte Diablo Avenue Toadstools 74 Smooth Gray Liquid Applied 1

Pixie Woods 3303 Monte Diablo Avenue Toadstool Theater 97 Smooth Gray Cap Sheet 1

Pixie Woods 3303 Monte Diablo Avenue Concession Stand 1211 Wood Shingle 1

Rev. Peterson Park 2431 S. Union Street RR/Storage 1044 Shingle 1

Sandman Park 8807 Don Avenue RR/Storage 949 Shake 1

Sherwood Park 100 W. Robinhood Drive RR Building E 2403 Metal Tile 1

Sousa Park 2829 Yellowstone Avenue Pool Bldg/RR/Storage 1723 Granules Cap Sheet 1

Stribley Park 502 Della Street Pump Station 144 Granules Cap Sheet 1

Stribley Park 502 Della Street S RR 531 Wood Shake 1

Swenson Park 6803 Alexandria Place RR Building 1050 Single Ply Smooth White 1

Swenson Park 6803 Alexandria Place Maintenance Bldg 1 2037 Granules Cap Sheet 1



Swenson Park 6803 Alexandria Place Pump Station Bldg 450 Single Ply, TPO Mechanicall Fastened 1

Swenson Park 6803 Alexandria Place RR Bldg (at Green #5) 364 Standing Seam Metal 1

Swenson Park 6803 Alexandria Place RR/Concession Stand 169 Granules Cap Sheet 1

Swenson Park 6803 Alexandria Place Pro Shop 225 Single Ply Smooth White 1

Swenson Park 6803 Alexandria Place Concessions/Snack Bar 600 Single Ply Smooth White 1

Swenson Park 6803 Alexandria Place Utility Building 450 Wood Shake 1

Valverde Park 2418 Arden Lane RR/Storage 640 Wood Shake 1

Van Buskirk Park 1740 Houston Avenue Pump House N. 130 Shingle 1

Van Buskirk Park 1740 Houston Avenue RR/Cart Building 225 Single Ply Smooth White 1

Van Buskirk Park 1740 Houston Avenue Concession/Snack Bar 675 Single Ply Smooth White 1

Van Buskirk Park 1740 Houston Avenue Pro Shop 225 Single Ply Smooth White 1

Van Buskirk Park 1740 Houston Avenue River Pump Control Hous 81 Wood Shake 1

Van Buskirk Park 1740 Houston Avenue Softball RR Building 1000 Shingle 1

Van Buskirk Park 1740 Houston Avenue Irrigation Storm House 256 Shingle 1

Van Buskirk Park 1740 Houston Avenue Pump House S. 285 Shingle 1

Van Buskirk Park 1740 Houston Avenue Utility Building 2664 Granules Cap Sheet 1

Victory Park 1201 N. Pershing Avenue E RR Building 988 Shingle 1

Victory Park 1201 N. Pershing Avenue Pool ‐ Chlorination 120 Granules (BUR) 1

Victory Park 1201 N. Pershing Avenue Pool ‐ RR Building 541 Asbestos Shingles 1

Victory Park 1201 N. Pershing Avenue Utility Building 1122 Shingle 1

Victory Park 1201 N. Pershing Avenue W RR Building 417 Shingle 1

Weberstown Park 4750 Kentfield Road Equipment Storage Bldg 357 Granules Cap Sheet 1

Weber Point Events Center 235 N. Center Street RR 1114 Standing Seam Metal 1

Weber Point Events Center 235 N. Center Street Fountain ‐ Chlorination 534 Standing Seam Metal 1

Williams Brotherhood 2040 S. Airport Way RR/Storage 529 Standing Seam Metal 1

Totals 48,526 72

SANITARY PUMP STATIONS

Arch Road Sanitary Pump Station 3664 METRO DR 2327 Standing Metal Seam 1

American Legion Park Pump Station American Legion Park 450 Single Ply, TPA Mechanically Fastened 1

Brookside Estates Sanitary Pump Station March Lane & Buckley Cove Way 5625 Tile 2

Buckley Cove Sanitary Pump Station Buckley Cove Park 1089 Granules Cap Sheet 2

Camanche & Ridgeway Sanitary Pump Station 520 Camanche Lane 105 Standing Metal Seam 1

Cumberland & 5 Mile Ck. Sanitary Pump Station 3621 Stone River Circle 417 Shingle 1

College Park Sanitary Pump Station 1500 block of Palm Avenue 144 Fiberglass Panels 1

Drake Avenue Sanitary Pump Station 626 Drake Avenue 536 Asbestos Shake 1

Swenson Park & 5 Mile Ck. (North Pump Station) Swenson Golf Course 2115 Single Ply Smooth White 2

Oregone Sanitary Pump Station (not active) 5455 N Hwy 99 Frontage Road (W of 99) 726 Standing Metal Seam 1

Plymouth & 5 Mile Ck. Sanitary Pump Station 7078 Plymouth Road 475 Granules Cap Sheet 1

Quail Lakes Sanitary Pump Station 5869 Alexandria Pl. (& 14 Mile Slough 225 Aggregate Asphalt (BUR) 1

Sanguinetti Sanitary Pump Station 3722 Sanguinetti Lane 1349 Standing Metal Seam 1

Smith Canal Sanitary Pump Station 2144 Fontana Avenue 3851 Single Ply, Sarnafil 4

Waterloo Road Sanitary Pump Station 1135 Waterloo Road 536 Shake 1

Weston Ranch Sanitary Pump Station 1625 Sacchetti Circle 2167 Tile 2

Westside Interim Sanitary Pump Station 14 Mile Slough & 5 Mile Slough 2262 Single Ply Smooth White 2

Wilhelmina Sanitary Pump Station 4504 E. Main Street 658 Standing Metal Seam 1

Totals 25057 26

STORM PUMP STATIONS

Airport and Duck Creek Storm Station 644 Granules Cap Sheet 1

Arch Road Industrial Park Storm Station 4101 Gold River Lane 146 Shingle 1

Bianchi & Calaveras Storm Station 104 E. Bianchi Road 1,608 Granules Cap Sheet 1

Black Oak & 14 Mile Slough Storm Station 1749 Black Oak Drive 910 Granules Cap Sheet 1

Brookside & Calaveras (Stagg) Storm Station 1555 W. Brookside Road 754 Aggregate Asphalt (BUR) 1

Cayuga, Huson & Mosher Storm Station 8461 Cayuga Drive 1,456 Granules Cap Sheet 1

Don Avenue & Mosher Slough Storm Station 8676 Don Avenue 289 Granules Cap Sheet 1

8th Street & San Joaquin River Storm Station VanBuskirk Golf Course 1,297 Batten Seam Metal 2

El Dorado & Mosher Storm Station 8477 N. El Dorado Street 945 Single Ply Smooth White 1

Fresno & Scotts Storm Station 750 Fresno Avenue 208 Smooth Aluminum 1

March Ln. & SPR East Subway Storm Station 4956 Kimball Hill Circle 725 Granules Cap Sheet 1

March Ln. & UPRR West Subway Storm Station 1024 E. March Lane 672 Granules Cap Sheet 1

Pacific & 5 Mile Creek Storm Station 1201 W. Sonora Street 440 Granules Cap Sheet 1

Sanguinetti & Calaveras Storm Station 3950 Sanguinetti Lane 858 Granules Cap Sheet 1

Stagecoach & Duck Creek Storm Station 2611 Stagecoach Road 500 Granules Cap Sheet 1

Sutter & Calaveras Storm Station 4368 Sutter Street 440 Granules Cap Sheet 1

Walker Slough Storm Station 3080 Turnpike Road 990 Smooth Aluminum 1

West Lane & alaveras South Storm Station 4401 N. West Lane 420 Granules Cap Sheet 1

Weston Ranch Storm Station 4327 Mist Trail Drive 3,856 Tile 2

Yarmouth & Mosher Storm Station 8572 Yarmouth Drive 738 Shingle 1

Totals 17,896 22

MUNICIPAL UTILITY DISTRCT BUILDINGS

Chemical Feed 2500 Navy Drive 858 Asphalt (BUR) 1

Headworks ‐ Lower Level 2500 Navy Drive 270 Asphalt (BUR) 1

Headworks ‐ Main Level 2500 Navy Drive 2,400 Asphalt (BUR) 1

Operations Building 2500 Navy Drive 6,254 Granules Cap Sheet 1

Warehouse ‐ Canopy‐East 2500 Navy Drive 1,540 Lap Seam Metal 1

Warehouse ‐ Canopy‐West 2500 Navy Drive 840 Lap Seam Metal 1

Chlorine Building 2500 Navy Drive 1,960 Asphalt (BUR) 1

Control Building 2500 Navy Drive 3,608 Asphalt (BUR) 1

Digester A 2500 Navy Drive 7,824 Smooth Aluminum (BUR) 1

Digester B 2500 Navy Drive 7,824 Smooth Aluminum (BUR) 1

Parking Structure ‐ East 2500 Navy Drive 6,703 Standing Seam Metal 1

Parking Structure ‐ West 2500 Navy Drive 2,580 Granules Cap Sheet 1

Pond Pump Stat. 2500 Navy Drive 501 Standing Seam Metal 1

Sand Blast Building 2500 Navy Drive 874 Asphalt (BUR) 1

Admin‐ Lower 2500 Navy Drive 154 Granules Cap Sheet 1

Admin‐ Main 2500 Navy Drive 10,841 Asphalt (BUR) 1

Admin‐ Upper Roof 2500 Navy Drive 747 Asphalt (BUR) 1

Co‐Gen Lower 2500 Navy Drive 4,402 Granules Cap Sheet 1

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